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Consider the moment-resisting frame. Use the portal method of analysis. Use P2 = 4 kips P1 = 2 kips h = 11' b = 25' Provide all answers in kips and ft to two decimals. The sign convention is tension positive (unless noted otherwise). (both frames are the same for this problem) What is the shear force in the bottom beams (absolute value)? What is the horizontal reaction at H (absolute value)? What is the vertical reaction at I (tension positive)? What is the bending moment in the bottom beams (absolute value)? What is the bending moment in member FI (absolute value)?

Consider the moment-resisting frame. Use the portal method of analysis. Use P2 = 4 kips P1 = 2 kips h = 11' b = 25' Provide all answers in kips and ft to two decimals. The sign convention is tension positive (unless noted otherwise). (both frames are the same for this problem) What is the shear force in the bottom beams (absolute value)? What is the horizontal reaction at H (absolute value)? What is the vertical reaction at I (tension positive)? What is the bending moment in the bottom beams (absolute value)? What is the bending moment in member FI (absolute value)?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider the moment-resisting frame. Use the portal method of analysis. Use

  • P2 = 4 kips
  • P1 = 2 kips
  • h = 11'
  • b = 25'

Provide all answers in kips and ft to two decimals. The sign convention is tension positive (unless noted otherwise). (both frames are the same for this problem)

What is the shear force in the bottom beams (absolute value)?

What is the horizontal reaction at H (absolute value)?

What is the vertical reaction at I (tension positive)?

What is the bending moment in the bottom beams (absolute value)?

What is the bending moment in member FI (absolute value)?

 
 
P₂ 2 P₁ A G b b L Common Geometry & loading J Moment Resisting Frame t 5. t 5.
Transcribed Image Text:P₂ 2 P₁ A G b b L Common Geometry & loading J Moment Resisting Frame t 5. t 5.
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